Hilti Dx Ptg_2021 Final Power-actuated Tool User Manual

Hilti Dx Ptg_2021 Final Power-actuated Tool User Manual

HILTI logoHILTI DX PTG 2021 Final Power Actuated Tool - logo

HILTI DX PTG 2021 Final Power Actuated Tool

DX PTG_2021 Final Power-Actuated Tool

Listings/Approvals
ICC-ES (International Code Council)
ESR-2196 with LABC/LARC Supplement (Steel and Metal Screws)
ESR-3891 with LABC/LARC Supplement
Interior Finishing/Drywall Screws
ICC-ES ESR-2196 and ESR-3891
together, provide IBC recognition of Hilti’s Self-Drilling Screw fasteners for most common applications (e.g. CFS connections, gypsum to CFS, etc.),
including HWH, HHWH, PPH, PPFH, PBH, PWH, PTH, PPCH, TPCH, and PFTH head style screws. Wood screws are not covered in the ICC-ESRs.

3.6.2 SELF-DRILLING SCREWS

PRODUCT DESCRIPTION

Hilti self-drilling screws are designed to drill their own hole in steel base materials up to 1/2″ thick. These screws are available in a variety of head styles, thread lengths and drill-flute lengths for screw diameters #6 through 1/4″. Hilti self-drilling screws meet ASTM C1513, ASTM C954 and SAE J78 standards, as applicable.

Product features:

  • Hex head for metal-to-metal applications
  • Flush head for wood-to-metal applications
  • For metal from 0.035″ to 0.500″ thick
  • Winged reamers for wood over 1/2″ thick
  • Stitch screws for light gauge metal-to-metal
  • Sealing screws for water-resistant fastenings

MATERIAL SPECIFICATIONS

MaterialASTM A510 Grade 1018-1022
Heat treatmentCase hardened and tempered
• Sizes 8, 10 and 12: 0.004″ to 0.009″ case depth
• Size 1/4″: 0.005″ to 0.011″ case depth
PlatingRefer to Section 3.6.2.5 for screw coating information.

Warning: Because of the potential for delayed hydrogen-assisted stress corrosion cracking, many hardened steel fasteners are not recommended for use with dissimilar metals or chemically treated wood when moisture may be present or in corrosive environments. For further information, contact Hilti Technical Support at 1-877-749-6337.

TECHNICAL DATA

Ultimate tensile strengths – pullout (tension), Ib (kN)’23+5%7

Screw designationNominal
diameter in.
The thickness of steel member not in contact with the screw head, ga (in.)
20
(0.036)
18
(0.048)
16
(0.060)
14
(0.075)
12
(0.105)
10
(0.135)
#60.138190
(0.85)
250
(1.11)
320
(1.42)
395
(1.76)
555
(2.47)
715
(3.18)
#70.151210
(0.93)
275
(1.22)
345
(1.53)
435
(1.93)
605
(2.69)
780
(3.47)
#80.164225
(1.00)
300
(1.33)
375
(1.67)
470
(2.09)
660
(2.94)
845
(3.76)
#100.190260
(1.16)
350
(1.56)
435
(1.93)
545
(2.42)
765
(3.40)
980
(4.36)
#120.216295
(1.31)
395
(1.76)
495
(2.20)
620
(2.76)
870
(3.87)
1120
(4.98)
1/4 in.0.250345
(1.53)
460
(2.05)
575
(2.56)
715
(3.18)
1000
(4.45)
1290
(5.74)
  1. The lower of the ultimate pullout, pullover, and tension fastener strength of screw should be used for design.
  2. Load values based upon calculations done in accordance with Section J4 of the AISI $100.
  3. AISI S100 recommends a safety factor of 3.0 be applied for allowable strength design, a ® factor of 0.5 be applied for LRFD design or a ® factor of 0.4 be applied for LSD design.
  4. ANSI/ASME standard screw diameters were used in the calculations and are listed in the tables.
  5. The screw diameters in the table above are available in head styles of pan, hex washer, pancake, flat, wafer and bugle.
  6. The load data in the table is based upon sheet steel with F, = 45 ksi. For F, = 55 ksi steel, multiply values by 1.22. For F, = 65 ksi steel, multiply values by 1.44.
  7. Refer to Section 3.6.2.5 to ensure drilling capacities.

Direct Fastening Technical Guide, Edition 21
Ultimate tensile strengths — pullover (tension), Ib (kN)’?>+567

Screw
designation
Washer or head diameter in.The thickness of steel member in contact with the screw head, ga (in.) I
22
(0.030)
20
(0.036)
18
(0.048)
16
(0.060)
14
(0.075)
12
(0.105)
10
(0.135)

Hex Washer head (HWH)

#80.335675
(3.00)
815
(3.63)
1000
(4.45)
1000
(4.45)
1000
(4.45)
1000
(4.45)
1000
(4.45)
#100.399805
(3.58)
970
(4.31)
1290
(5.74)
1370
(6.09)
1370
(6.09)
1370
(6.09)
1370
(6.09)
#12-140.415835
(3.71)
1010
(4.49)
1340
(5.96)
1680
(7.47)
2100
(9.34)
2325
(10.34)
2325
(10.34)
#12-240.415835
(3.71)
1010
(4.49)
1340
(5.96)
1680
(7.47)
2100
(9.34)
2940
(13.08)
3780
(16.81)
1/4 in.
_
0.5001010
(4.49)
1220
(5.43)
1620
(7.21)
2030
(9.03)
2530
(11.25)
3540
(13.75)
4560 (20.28) t

Phillips Pan Head (PPH)

#70.303615
(2.74)
735
(3.27)
980
(4.36)
1000
(4.45)
1000
(4.45)
1000
(4.45)
1000 I
(4.45)
#80.311630
(2.80)
755
(3.36)
1000
(4.45)
1000
(4.45)
1000
(4.45)
1000
(4.45)
1000
(4.45)
#100.364740
(3.29)
885
(3.94)
1180
(5.25)
1370
(6.09)
1370
(6.09)
1370
(6.09)
1370
(6.09)

Phillips Truss Head (PTH)

#80.411830
(3.69)
1000
(4.45)
1000
(4.45)
1000
(4.45)
1000
(4.45)
1000
(4.45)
1000
(4.45)
#100.433875
(3.89)
1050
(4.67)
1390
(6.18)
1390
(6.18)
1390
(6.18)
1390
(6.18)
1390
(6.18)

Phillips Pancake Head (PPCH)

#10, #120.409830
(3.69)
995
(4.43)
1325
(5.89)
1370
(6.09)
1370
(6.09)
1370
(6.09)
1370
(6.09)
Phillips Flat Truss Head (PFTH)
#100.364740(3.)885(4.)1180(5.)1475(7.)1840 (8.)2170 (10.)2170 (9.65) 4
  1. The lower of the ultimate pullout, pullover, and tension fastener strength of screw should be used for design.
  2. Load values are based upon calculations done in accordance with Section J4 of the AISI S100.
  3. AISI S100 recommends a safety factor of 3.0 is applied for allowable strength design, a factor of 0.5 be applied for LRFD design or a ® factor of 0.4 be applied for LSD design.
  4. ANSI/ASME standard screw head diameters were used in the calculations and are listed in the tables.
  5. Phillips Bugle Head (PBH) and Phillips Wafer Head (PWH) styles are not covered by this table because they are not intended for the attachment of steel to steel.
  6. The load data in the table is based upon sheet steel with F, = 45 ksi. For F, = 55 KSI steel, multiply values by 1.22. For F, = 65 ksi steel, multiply values by 1.44.
  7. Refer to Section 3.6.2.5 for drilling capacities.

Nominal ultimate fastener strength of the screw

Screw designationNominal diameter (in.)Nominal fastener strength
Tension, Pts lb (kN)1Shear, P ss lb (kN)2,3
#6-200.1381000(4.45)890(3.96)
#7-180.1511000(4.45)890(3.96)
#8-180.1641000(445.)1170(5.20)
#10-120.1902170(10.65)1645(7.32)
#10-160.1901370(6.09)1215(5.20)
#10-180.1901390(6.18)1645(7.32)
#12-140.2162325(10.34)1880(8.36)
#12-240.2163900(17.35)2285(10.16)
1/4 in.0.2504580(20.37)2440(10.85) ,
  1. The lower of the ultimate pullout, pullover, and tension fastener strength of screw should be used for design. The Pullout and Pullover tables in this section have already been adjusted where screw strength governs.
  2. The lower of the ultimate shear fastener strength and shear bearing should be used for design. The Shear Bearing table in this section has already been adjusted where screw strength governs.
  3. AISI S100 recommends a safety factor of 3.0 be applied for allowable strength design, a ® factor of 0.5 be applied for LRFD design or a ® factor of 0.4 be applied for LSD design.

Torsional strength’1,2

SizeMin. torsional strength in-lb (Nm)
6-2024(2.7)
7-1838(4.3)
8-1842(5.8)
10-1261(7.9)
10-1661(6.9)
10-1861(6.9)
10-2465(6.9)
12-1492(10.)
12-24100(11.)
1/4/14150(17.)
1/4/20156(18.)
  1. Based on screw only. Does not consider base material limitations.
  2. Values in table are ultimate torsional strengths. To obtain maximum setting torque, multiply values in table by 0.66.

Ultimate shear strengths — bearing (shear), Ib (KN)’234567

Screw
designation
Nominal
diameter
in.
Thickness of steel
member in contact with
screw head
ga (in.)
Thickness of steel member not in contact with the screw head, ga (in.)
20 (0.036)18 (0.048)16 (0.060)14 (0.075)? 12 (0.105)
 

#7

 

 

 

0.151

 

 

20 (0.036)500(2.)660(3.)660(3.)660(3.)660 (2.94)
18 (0.048)500(2.)770(3.)880(4.)880(4.)880 (3.91)
? 16 (0.060)500(2.)770(3.)890(4.)890(4.)890 (3.96)
20 (0.036)525(2.)715(3.)715(3.)715(3.)715 (3.18)
#8

 

 

 

0.164

 

 

 

18 (0.048)525(2.)805(4.)955(4.)955(4.)955 (4.25)
? 16 (0.060)525(2.)805(4.)1120(5.)1170(5.)1170 (5.20)
20 (0.036)565(3.)830(4.)830(4.)830(4.)830 (3.69)
18 (0.048)565(3.)865(4.)1110(5.)1110(5.)1110 (4.94)
16 (0.060)565(3.)865(4.)1210(5.)1390(6.)1390 (6.18)
? 14 (0.075)565(3.)865(4.)1210(5.)1645(7.)1645 (7.32)
20 (0.036)565(3.)830(4.)830(4.)830(4.)830 (3.69)
#10-16

 

 

 

0.190

 

 

 

 

 

 

 

18 (0.048)565(3.)865(4.)1110(5.)1110(5.)1110 (4.94)
16 (0.060)565(3.)865(4.)1210(5.)1215(5.)1215 (5.40)
20 (0.036)565(3.)830(4.)830(4.)830(4.)830 (3.69)
18 (0.048)565(3.)865(4.)1110(5.)1110(5.)1110 (4.94)
16 (0.060)565(3.)865(4.)1210(5.)1390(6.)1390 (6.18)
14 (0.075)565(3.)865(4.)1210(5.)1645(7.)1645 (7.32)
20 (0.036)600(3.)930(4.)945(4.)945(4.)945 (4.20)
18 (0.048)600(3.)925(4.)1260(6.)1260(6.)1260 (5.60)
16 (0.060)600(3.)925(4.)1290(6.)1570(7.)1570 (6.98)
? 14 (0.075)600(3.)925(4.)1290(6.)1800(8.)1880 (8.36)
20 (0.036)600(3.)930(4.)945(4.)945(4.)945 (4.20)
18 (0.048)600(3.)925(4.)1260(6.)1260(6.)1260 (5.60)
#12-24

 

 

 

 

0.216

 

 

 

 

16 (0.060)600(3.)925(4.)1290(6.)1570(7.)1570 (6.98)
14 (0.075)600(3.)925(4.)1290(6.)1800(8.)1970 (8.76)
? 12 (0.090)600(3.)925(4.)1290(6.)1800(8.)2285 (10.16)
20 (0.036)645(3.)1020(5.)1090(5.)1090(5.)1090 (4.85)
18 (0.048)645(3.)995(4.)1400(6.)1460(6.)1460 (6.49)
1/4 in.

 

 

0.250

 

 

16 (0.060)645(3.)995(4.)1390(6.)1820(8.)1820 (8.10)
14 (0.075)645(3.)995(4.)1390(6.)1940(9.)2280 (10.14)
2 12 (0.090)645(3.)995(4.)1390(6.)1940(9.)2440 (10.85)
  1. The lower of the ultimate shear bearing and shear fastener strength of the screw should be used for design.
  2. Load values are based upon calculations done in accordance with Section J4 of AISI $100.
  3. AISIS100 recommends a safety factor of 3.0 be applied for allowable strength design, a © factor of 0.5 be applied for LRFD design or a ® factor of 0.4 be applied for LSD design.
  4. ANSI/ASME standard screw diameters were used in the calculations and are listed in the tables.
  5. Load values in the table are for Hex Washer Head (HWH and HHWH), Phillips Pan Head (PPH), Phillips Truss Head (PTH), Phillips Pancake Head (PPCH), and Phillips Flat Truss Head (PFTH) style screws. Phillips Bugle Head (PBH) and Phillips Wafer Head (PWH) styles are not covered by this table because they are not intended for the attachment of steel to steel.
  6. The load data in the table is based upon sheet steel with F, = 45 ksi. For F, = 55 ksi steel, multiply values by 1.22. For F, = 65 ksi steel, multiply values by 1.44.
  7. Refer to Section 3.6.2.5 to ensure drilling capacities.

INSTALLATION INSTRUCTIONS

For a general discussion of Hilti screw fastener installation, reference Section 3.6.1.7.
For allowable diaphragm shear loads and stiffness values for steel roof or floor deck utilizing Hilti self-drilling screws as frame or sidelap fasteners, reference Section 3.5 and download Hilti’s Profis DF software at www.hilti.com/decking (US), or www.hilti.ca (Canada).
To estimate the number of sidelap screws on a steel roof or floor deck project, reference Section 3.5.1.5. Warning: Because of the potential for delayed hydrogen-assisted stress corrosion cracking, many hardened steel fasteners are not recommended for use with dissimilar metals or chemically treated wood when moisture may be present or in corrosive environments. For further information, contact Hilti Technical Support at 1-877-749-6337.

ORDERING INFORMATION

 

HILTI DX PTG 2021 Final Power Actuated Tool - figCollated self-drilling screws
Light/medium gauge metal applications (sidelap)

DescriptionThread lengthDrilling
Min
Capacity
Max
Maximum Total Thickness (MT)’RecessCoating2Box qty
S-SLC 01 M HWH Collated5/8″0.018″0.095″3/32″0.100″5/16″Zinc-2250
S-SLC 02 M HWH Collated3/4″0.028″0.120″3/8″0.375″5/16″Zinc-1250
S-MD 10-16 x 7/8 HWH Collated3/8″0.028″0.120″3/16″0.188″5/16″Zinc-1250

Medium/heavy gauge metal applications (frame fastener) 

DescriptionDrilling CapacityMaximum TotalThickness (MT)’RecessCoating2Box qty
Thread

length

 

Min

 

Max

S-SLC 01 M HWH Collated5/8″0.018″0.095″3/32″0.100″5/16″Zinc-2250
S-SLC 02 M HWH Collated3/4″0.028″0.120″3/8″0.375″5/16″Zinc-1250
S-MD 10-16 x 7/8 HWH Collated3/8″0.028″0.120″3/16″0.188″5/16″Zinc-1250
  1.  Refer to Figure in Section 3.6.1.5. 2 For coating abbreviations, Zinc-1 = EN/ISO 4042 A3F; Zinc-2 = Cr3 + (Cr6 + free) 8-14 pm.
  2. For more information on corrosion resistance, reference Section 3.6.1.6.
    HILTI DX PTG 2021 Final Power Actuated Tool - fig 1

Single Self-Drilling Screws
Sitemap (unsupported metal sheets) 

Description 

Thread

length

Drilling capacity 

Maximum total thickness (MT)1

RecessCoating2Box qty
MinMax
S-MD 12-14×1 HHWH Stitch3/4″0.028″0.120″3/8″0.375″5/16″Zinc-13000
S-MD 10-16×7/8 HHWH Pilot Point3/8″0.028″0.120″3/16″0.188″5/16″Zinc-16000
S-MD 1/4-14×7/8 HWH Stitch Kwik-Seal1/2″0.028″0.140″5/16″0.313″5/16″Kwik-Cote2500
  1. Refer to Figure in Section 3.6.1.5. 2
  2. For coating abbreviations, Zinc-1 – ENASO 4042 A3F; Kwik Cote – Proprietary Coating, Section 3.6.2.2 For more information on corrosion resistance, reference Section 3.6.1.6.

Light gauge applications: steel to steel

DescriptionThread
length
Drilling
Min
Capacity
Max
Maximum Total
Thickness (MT)1 ea
RecessCoating2Box Qty
S-MD 8-18×1/2 HWH #21/4″0.035″0.100″1/8″0.125″1/4″Zinc-11000
S-MD 8-18×3/4 HWH #21/2″0.035″0.100″3/8″0.375″1/4″Zinc-11000
S-MD 8-18×1/2 PPH #21/4″0.035″0.100″1/8″0.125″PHL #2Zinc-11000
S-MD 10-16×1/2 HWH #25/16″0.035″0.110″3/16″0.188″5/16″Zinc-18500
S-MD 10-16×3/4 HWH #21/2″0.035″0.110″5/16″0.313″5/16″Zinc-16500
S-MD 10-16×1 HWH #23/4″0.035″0.110″1/2″0.500″5/16″Zinc-15000
  1. Refer to Figure in Section 3.6.1.5.
  2. For coating abbreviations, Zinc-1 = EN/ISO 4042 A3F For more information on corrosion resistance, reference Section 3.6.1.6.

Light/medium gauge metal applications

DescriptionThread
length
Drilling Mincapacity
Max
Maximum total
thickness (MT)’
RecessCoating2Box Qty
S-MD 10-16×5/8 HWH #35/16″0.110″0.175″3/16″0.187″5/16″Zinc-17500
S-MD 10-16×3/4 HWH #31/2″0.110″0.175″3/8″0.375″5/16″Zinc-16500
S-MD 10-16×3/4 HHWH #31/2″0.110″0.175″3/8″0.375″5/16″Zinc-16500
S-MD 10-16×1 HWH #33/4″0.110″0.175″5/8″0.625″5/16″Zinc-15000
S-MD 10-16×1 1/4 HWH #31″0.110″0.175″7/8″0.875″5/16″Zinc-14000
S-MD 10-16×1 1/2 HWH #31-1/4″0.110″0.175″1-1/8″1.125″5/16″Zinc-14000
S-MD 10-16×5/8 PPH #35/16″0.110″0.175″5/16″0.313″PHL #2Zinc-17500
S-MD 10-16×3/4 PPH #31/2″0.110″0.175″3/8″0.375″PHL #2Zinc-16500
S-DD 10-16×5/8 PPCH #31/2″0.110″0.175″5/16″0.313″PHL #2Zinc-17500
S-DD 10-12×3/4 PFTH #39/16″0.110″0.175″3/8″0.375″PHL #2Zinc-17500
S-DD 10-18×3/4 PTH #39/16″0.110″0.175″3/8″0.375″PHL #2Zinc-15000
S-MD 12-14×3/4 HWH #31/2″0.110″0.210″5/16″0.313″5/16″Zinc-15000
S-MD 12-14×1 HWH #33/4″0.110″0.210″9/16″0.562″5/16″Zinc-13000
S-MD 12-14×1 1/2 HWH #31-1/4″0.110″0.210″1-1/16″1.062″5/16″Zinc-12500
S-MD 12-14×2 HWH #31-5/8″0.110″0.210″1-9/16″1.562″5/16″Zinc-12000
S-DD 12-14×1 TPCH #311/16″0.110″0.210″1/2″0.500″TX 25 HFZinc-27500
S-MD 1/4-14×3/4 HWH #31/2″0.110″0.220″5/16″0.313″3/8″Zinc-14000
S-MD 1/4-14×1 HWH #33/4″0.110″0.220″9/16″0.562″3/8″Zinc-13000
S-MD 1/4-14×1 1/2 HWH #31-1/4″0.110″0.220″1-1/16″1.062″3/8″Zinc-12000
S-MD 1/4-14×2 HWH #31-5/8″0.110″0.220″1-9/16″1.562″3/8″Zinc-11000
S-MD 12-14×3/4 HWH #3 Kwik-Seal1/4″0.110″0.210″1/8″0.125″5/16″Kwik-Cote3000
S-MD 12-14×1 HWH #3 Kwik-Seal5/8″0.110″0.210″3/8″0.375″5/16″Kwik-Cote2500
S-MD 12-14×1 1/4 HWH #3 Kwik-Seal0.110″0.210″5/8″0.625″5/16″Kwik-Cote2000
S-MD 12-14×1 1/2 HWH #3 Kwik-Seal1-1/4″0.110″0.210″7/8″0.875″5/16″Kwik-Cote2000
S-MD 12-14×2 HWH #3 Kwik-Seal1-1/2″0.110″0.210″1-3/8″1.375″5/16″Kwik-Cote1500
S-MD 1/4-14×1 HWH #3 Kwik-Seal5/8″0.110″0.220″3/8″0.375″3/8″Kwik-Cote2000
S-MD 1/4-14×1 1/2 HWH #3 Kwik-Seal1″0.110″0.220″7/8″0.875″3/8″Kwik-Cote1500
  1. Refer to Figure in Section 3.6.1.5.
  2. For coating abbreviations, Zinc-1 = EN/ISO 4042 A3F; Zinc-2 = Cr3+ (Cr6+ free) 8-14 ym, Kwik-Cote = Proprietary Coating, Section 3.6.2.2. For more information on corrosion resistance,
    reference Section 3.6.1.6.

Warning: Because of the potential for delayed hydrogen-assisted stress corrosion cracking, many hardened steel fasteners are not recommended for use with dissimilar metals or chemically treated wood when moisture may be present or in corrosive environments. For further information, contact Hilti Technical Support at 1-877-749-6337.
Single self-drilling screws – heavy gauge metal applications

DescriptionThread
length
Drilling Mincapacity
Max
Maximum total thickness (MT)1RecessCoating2Box Qty
S-MD 12-24×7/8 HWH #41/2″0.175″0.250″1/4″0.250″5/16″Zinc-14500
S-MD 12-24×1 1/4 HWH #43/4″0.175″0.250″5/8″0.625″5/16″Zinc-13500
S-MD 12-24×1 1/4 HWH #51/2″0.250″0.500″7/16″0.437″5/16″Zinc-14000
S-MD 12-24×1 1/4 HWH #5 Kwik-Cote1/2″0.250″0.500″5/16″0.313″5/16″KwikCote4000
S-MD 12-24×2 HWH #5 Kwik-Cote1-1/4″0.250″0.500″1-3/16″1.187″5/16″KwikCote2000
S-MD 12-24×3 HWH #5 Kwik-Cote2-1/4″0.250″0.500″2-3/16″2.187″5/16″Kwikset1000
S-MD 12-24×1 1/4 HWH #5 Kwik-Cote Bond Washer1/2″0.250″0.500″5/16″0.3135/16″Kwikset2500
  1. Refer to Figure in Section 3.6.1.5.
  2. For coating abbreviations, Zinc-1 = EN/ISO 4042 A3F; Kwik Cote = Proprietary Coating, Section 3.6.2.2. For more information on corrosion resistance, reference
    Section 3.6.1.6.

Single self-drilling screws – heavy gauge metal applications

DescriptionThread
length
Drilling Mincapacity
Max
Maximum total thickness (MT)1RecessCoating2Box Qty
Wood Drill Screws
Decking Screws (Plywood to Framing)
S-WD 8-18×1 5/16 PFH #31/2″0.050″0.140″1/2″0.500″PHL #2BP6000
S-WD 8-18×1 15/16 PFH #35/8″0.050″0.140″3/4″0.750″PHL #2BP4000
S-WD 10-24×1 PWH #33/4″0.050″0.175″5/8″0.625″PHL #2Zinc-16000
S-WD 10-24×1 1/4 PWH #31″0.050″0.175″7/8″0.875″PHL #2Zinc-15000
S-WD 10-24×1 1/2PWH #31-1/4″0.050″0.175″1-1/8″1.125″PHL #2Zinc-13500
Winged Reamer Wood Drill Screws
S-WW 10-24×1 7/16 PWH #3 wings1″0.050″0.175″3/4″0.750″PHL #2Zinc-14000
S-WW 12-24×2 PFH #4 wings1-3/8″0.050″0.232″1-1/4″1.250″PHL #2Zinc-12000
S-WW 12-24×2 1/2 PFH #4 wings2″0.050″0.232″1-3/4″1.750″PHL #2Zinc-11500
S-WW 14-20×2 3/4 PFH #4 wings2-1/4″0.050″0.250″2″2.000″PHL #2Zinc-11000
  1. Refer to Figure in Section 3.6.1.5.
  2. For coating abbreviations, Zinc-1 = ENASO 4042 A3F; GP = Grey Phosphate. For more information on corrosion resistance, reference Section 3.6.1.6.

Warning: Because of the potential for delayed hydrogen-assisted stress corrosion cracking, many hardened steel fasteners are not recommended for use with dissimilar metals or chemically treated wood when moisture may be present or in corrosive environments. For further information, contact Hilti Technical Support at 1-877-749-6337.

Drywall applications (drywall to steel, framing and lathing screws)

DescriptionCoating’Box qtyApplication
6 x 1 PBH SD2DGP10,000Fastening Drywall, plywood, insulation,
etc. to metal studs from 14 ga to 20 ga
6 x 1 PBH SD Z2Zinc10,000
6 x 1-1/8 PBH SD2DGP10,000
6 x 1-1/8 PBH SD rZinc10,000
6 x 1-1/4 PBH SD2DGP8,000
6 x 1-1/4 PBH SD VZinc8,000
6 x 1-1/4 PBH SD CRC2CRC8,000
6 x 1-5/8 PBH SD2DGP5,000
6 x 1-5/8 PBH SD Z2Zinc5,000
6 x 1-7/8 PBH SD2DGP4,000
6 x 1-7/8 PBH SD Z2Zinc4,000
6 x 1-7/8 PBH SD CRC2CRC4,000
6 x 2 PBH SD2GP/DGP4,000
6 x 2 PBH SD Z2Zinc4,000
8 x 2-3/8 PBH SDGP2,500
8 x 2-3/8 PBH SD zincZinc2,500
8 x 2-5/8 PBH SDGP1,600
8 x 2-5/8 PBH SD zincZinc1,600
8 x 3 PBH SDGP1,400
8 x 3 PBH SD zincZinc1,400
7 x 7/16 PPFH SD FramerGP10,000Fastening stud to track from 14 ga to 20 ga
7 x 7/16 PPFH SD Farmer ZincZinc10,000
8 x 1/2 PPH SD Framer ZincZinc10,000
10 x 5/8 PPCH SD FramerZinc7,500
10 x 3/4 PFTH SD Framer ZincZinc7,500
10 x 3/4 PTH SD Framer ZincZinc5,000
8 x 1/2 PTH SD Lathing ZincZinc10,000Fastening wire lath to 14 ga to 20 ga
8 x 3/4 PTH SD Lathing ZincZinc10,000
8 x 1 PTH SD Lathing ZincZinc8,000
8 x 1-1/4 PTH SD Lathing ZincZinc8,000
6 x 1-5/8 SFH SDDGP5,000Fastening wood trim and base
to 14 ga to 20 ga studs
6 x 2-1/4 SFH SD ZincZinc3,000
  1. For coating abbreviations, GP = Grey phosphate per EN ISO 3892; DGP = Dark Grey phosphate per EN ISO 3892; Zinc = electroplated zinc coating; CRC = Proprietary Duplex Coating. For more information on corrosion resistance, reference Section 3.6.1.6.
  2. Available in both single screw and collated screws.

The importance of IBC-compliant screws.

HILTI DX PTG 2021 Final Power Actuated Tool - logo 1 ICC-ES ESR-2196 (Steel and Metal screw report) and ESR-3891 (Interior Finish/Drywall screw report) provide IBC recognition of Hilti’s Self-Drilling Screw Fasteners. This recognition was based on a comprehensive and rigorous independent evaluation of Hilti’s Self-Drilling Screw Fasteners to the latest IBC code requirements in ICC-ES AC118 Acceptance Criteria for Self-Tapping Screw Fasteners, as well as the AISI S904 and AISI S905 test standards. AC118 provides the IBC code recognition and quality assurance for screw fasteners. ICC-ES ESR-2196 recognizes Steel and Metal Hilti screws which are used to connect cold-formed steel members together. ICC-ES ESR-3891 recognizes Interior Finish/ Drywall screws which are used to connect gypsum board materials to cold-formed steel base material cover the HWH, HHWH, PPH, PPFH, PBH, PWH, PTH, PPCH, TPCH and PFTH head style Hilti screws. To ensure IBC compliance of screws on your next project, reference ESR-2196 and ESR-3891.
The following pages are an excerpt from the North American Product  Technical Guide, Volume 1: Direct Fastening Technical Guide, Edition 21. Please refer to the publication in its entirety for complete details on this product including data development, base materials, general suitability, installation, corrosion, and product specifications.
Direct Fastening Technical Guide, Edition 21
To consult directly with a team member regarding our direct fastening products, contact Hilti’s team of technical support specialists between
the hours of 7:00am – 5:00pm CST.

US: 877-749-6337 or [email protected]
CA: 1-800-363-4458 ext. 6 or [email protected]

References

Documents / Resouces

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